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HomeMy WebLinkAboutSDP202000014 Plan - Other (not approved) 2020-02-19WOOLEN MILLS REDEVELOPMENT NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA 23117 (540) 967-1499 RIVANNA RIVER PROJ. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE PROPOSED USE: 85,396 SF OFFICE SPACE 12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP) REQUIRED PARKING PER ORDINANCE: OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SPACES TOTAL = 585 SPACES 20% REDUCTION PARKING MODIFICATION = 585 X 20% = 468 SPACES TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED SPACES TO BE WAIVED PER FORMAL WAIVER REQUEST) ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES ACSA NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY ACSA DURING THE PRE -CONSTRUCTION MEETING. MINOR SITE PLAN AMENDMENT SUBMISSION SUMMARY MINOR SITE PLAN AMENDMENT- SDP-2017-76 THE FOLLOWING IS A SUMMARY OF THE ITEMS THAT HAVE BEEN REVISED PER THIS MINOR SITE PLAN AMENDMENT: • CO.0 - THE SHEET LIST TABLE HAS BEEN REVISED TO REFLECT THE ADDITION OF SHEETS C5.4A & C5.5A. THE MINOR SITE PLAN AMENDMENT SUBMISSION SUMMARY HAS BEEN ADDED TO THIS SHEET. • C4.2 - THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. THE PROPOSED STAIR LOCATION ADJACENT TO THE BUILDING HAS BEEN REVISED. • C4.3 - ADDITIONAL STAIRS WERE PROVIDED ALONG THE SIDEWALK BEHIND THE 4 STORY BUILDING. THE ROUTING OF THE SANITARY SEWER LINE SERVING THE 1 STORY, 2 STORY AND 4 STORY BUILDING HAS BEEN REVISED TO AVOID ROCK. THE GREASE TRAP LOCATION HAS BEEN SHIFTED INTO THE PARKING LOT, NEAR MANHOLE 5. A SIDEWALK AND STAIRS WERE ADDED ADJACENT TO THE RESTAURANT SPACE. • C5.1 - GRADING ASSOCIATED WIT THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. GRADING OF THE SIDEWALK ADJACENT TO THE BUILDING HAS BEEN UPDATED. • C5.2 - GRADING WITHIN THE 2 STORY BUILDING PLAZA HAS BEEN REVISED. • C5.4 - GRADING ASSOCIATED WIT THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. GRADING OF THE SIDEWALK ADJACENT TO THE BUILDING HAS BEEN UPDATED. • C5.4A - ADDITIONAL SPOT ELEVATIONS HAVE BEEN PROVIDED AROUND THE BUILDING ENTRANCE. • C5.5 - GRADING BETWEEN THE 2 STORY AND 1 STORY BUILDING HAS BEEN REVISED. THE PROPOSED STORM PIPE AGAINST THE 4 STORY BUILDING HAS BEEN REVISED. A TRENCH DRAIN HAS BEEN ADDED ALONG WITH A 2'XO.25' DITCH TO CAPTURE STORMWATER. • C5.5A - ADDITIONAL DETAILS HAVE BEEN PROVIDED TO CAPTURE GRADING REVISIONS WITHIN THE 2 STORY BUILDING PLAZA. • C7.2 - PROFILE "TRENCH DRAIN - STR 108" HAS BEEN REVISED. • C7.3 - PROFILES "CAFE - STIR 7", "BULDING - GREASE TRAP" AND "BUILDING - STIR 6" HAVE BEEN REVISED. A PORTION OF PROFILE "SSWR 7 - SSWR EX.-1" HAS BEEN REVISED. COUNTY OF ALBEMARLE, VIRGINIA I 2/18/2020 aJ a may � Rku IQ, Conda a Ueade F Fay oy�� O o�orsbridge� chPsa'�a,� Rra, P � �SidPQLP ChrrstCommunity e = F gh Church' 7 0 f r Kerry A Wright's Moak e er R, C hPsa�od� Rrv�^rew zi. Fsr park. Woolen Mills Self Storage SITE na LOCATION r � !d�drgsr 4 ar Ps Rkg r r Rr5 s lacy Moo^ r n Rivanna Water S w P �� Sewer Authority - VICINITY MAP 1If = 1000' DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C4.2 SITE PLAN C4.3 SITE PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN I C5.4A I GRADING SPOT SHOTS PLAN I I C5.5A I GRADING SPOT SHOTS PLAN I or C7.2 STORM SEWER PROFILES C7.3 SANITARY SEWER AND WATERLINE PROFILES NUMBER OF SHEETS = 11 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD RESTAURANT: 50 GPD/SEAT = 140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 28,349 GPD AVERAGE HOUR: 28,349 / 24 = 1,181.2 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 1,181.2 X 3 = 3,543.6 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE/RETAIL: 85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 28,349 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE iR . CLINT W., =LET Y . D 2118/20 (') >_ O rT CJ N � N = Q O > E LU W U � � <LLo� tL L W Q f6 ri aL M z O r1 N d O NO U W 4 H � �O�X U Ln LU _ c N Z (n 2UQiOn O F- ~ c rn U) W O N d M z W rp J tD Q z Q J W O cn C=9 O D z 0 W > W W o cj U 000 Q N z O O DATE 2/18120 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A z ^J z W 0 a LU z W w O > W O W ctU ca w m V / J Q J uJ 15 z W J N JOB NO. 37032 SHEET NO. C0.0 3 L REFERENCE LINE - SEE SHEET C4.17 7g1 24' R572' O M\lR3'7 ° a ° ° ° ° — ° , 1 � r �,�rr� PEDESTRIAN BRIDGE - - - - - """ RT 4 ° ° ° °3'a PVC ° ° � (SEE STRUCTURAL DRAWIWGS) R3' (TYP.) \ / ° a ° Q ' 10 1 3" DOMESTIC WATER '~ • R8' 1 olf CLINT W. (TYP.) �� R3' � ° ° ° ° ° a ° V $�je. �FLET Y+ 8"x6" 16' �' 5' 4 \ ° 45' CONNECTION 1 , # - - - - - TEE BEND HARDSCAPE : LLL... 12 / , �L41110 A Q 6" GATE VALVE \ R1.5' g R3' 4 ° ° WE�TAINING \ a PLANS) 1 + Q, , 21 120 8" DIP GG;L 18 / °� ° ° J \ \ ° ° 1 �� '3"ONAL FHA ° ° / ####* O 6" DIP 20' a \° 1 B MOORES CREEK - - - - ZO 9' (TYP.) ° / \ 8 ° �° S� - \RETAINING 8"x8" 9' 24' /5 a ° ° °a ° a ° BUILDING 1 0 0 - - - WALL TEE OG� ( \� 4 ° A 20 ACSA / \ MOUNTED N m - - - - - \ 8"X6" TYP WATERLINE a ° a ° ° / \ \ °° ° ° / / FDC 1 > E ' REDUCER R5' 4 EASEMENT ° a ° ° ° E 7' ° ° \ °� / Lu °' Lu (10) 7" RISERS ° WITH HANDRAILS - - - - - - - - - `l� 63.671'1 5° GATE R24' GO RETAINING ° ° a ° / / Q ! o WALL ° ° OFFICE \,/ 00 I o O _ / - _ _ _ = ANEAN SEWER V BEND VALVE ° (EX. BLDG) Q u� s z EASEMENT RT 45' ° 1 w J - ui O -386, 398 PLAT) R48 4 ° \ ° 4" PVC a > o N z BEND RETAINING WALL ° v� a RIVANN TRAIL - - - - - - - 18' ° ° _ _ _ - - - - - - - - 45° a WITH SAFETY a / SANITARY SEWER O �, N , - - - - _ _ - / BEND �- ° RAILING ° CONNECTION C x u U) 4 4 /' (SEE ARCH/MEP PLANS) Q w - - - - - - - - % 4 ° ° a x 1 STORY bmlc,r 1 o a o co PEDESTRIAN BRIDGE INSET / R368' / // > 24' ° a BUILDING HARDSCAPE x Q) ko z cn 4 W/BASEMENT SEE LANDSCAPE _ < u O z SCALE: 1" = 20' / / R308' (T9 WITH RISERS ° /� / 4 ,\ \ ( c � z g1 4 FFE = 326.25 PLANS) O m ~ w a� BFE = 314.20 � N w / (TYP.) 18 HANDRAILS \ NO PARKING M °C z / \ a Q \ FIRE LANE SIGN (3) REMOVABLE O 00 -j w ° , 4 a BUILDING BOLLARDS G C) uj 4 CONNECTOR z RETAINING \ (BY OTHERS) 18.66' 90 1 SEWER MANHOLE / / ° WALL a ° 4 vi w TOP = 358.99 \ a ° OFFICE \ 4 a ° M CL CHANNEL INV = 355.38 / BEND R248 9' (EX. BLDG) \,� 4 7 22.5 O U) RETAINING \ BEND O \FFN WALL 13 ^ \ ° ° 14 BICYCLE \ \ o �\ N a ° PARKING SPACES \ Vl \ 900 ° \ °°8, a 4 NO PARKING FIRE LANE SIGN \ B D ° SEAT WALL (SEE LANDSCAPE PLANS) \ / I w \ °III \� 8 > KNOX BOX. FINAL LOCATION TO BE 6" GATE VALVE04 APPROV Y F C \ = Q \04 i v 0 / RAMP ° a ° TURN DOWN SLAB�(SESHEET C1.1) ELEVATED TEEL \ PRIVATE D �16' O N ro \ \ 6 CURB TRANSITION DECK U) DATE "DOMINION" �V , / V 20' ACSA R4 1 c FHA ~ (3) 6" RISERS (BY OTHERS) \ / 1 UTILITYO �� / WATERLINE C2 a ° BOX 9' R3' ° a WITH 1 STORYBRICK / 0 2/18/20 EASEMENT (TYP / HANDRAIL BUILDING DRAWN BY I ° STEEL STAIR WITH R3' 10 � a W/BASEMENT � �o O 24' 8" DIP ° ° a/° "1 FFE= 326.25( HANDRAIL 1 A. ALLISON ♦ BFE = 314.20 SEE ARCH. PLANS / RT GO \� (TYP.) \ ° < ° 6' CURB TRANSITION \ 4 5' O DESIGNED BY 18 90° \ / cP% ° ° \ ♦ ° ♦ O • C. SHIFFLETT BEND R4 �' a4 ° \ / \ 20' ACSA / 1 • WATERLINE 6" GATE 18.9� O • CHECKED BY 24' R3 \� / / EASEMENT VALVE g 6 GATE R4v ° a ° ° ° I • R3' ° ° � (5) 6" RISERS NO PARKING FIRE 7 19 O M C. KOTARSKI / g, 18' 18 VALVE RT C \ a ° ITH HANDRAIL LANE SIGN TYP. 24' • • SCALE / (TYP.) X9' 4 8' 6' 25' ° / CHECK VALVE WITH ASSOC. O U 1 1" = 20' 11 0 (TYP.) 6 BYPASS. CONTRACTOR TO // O 1 G G 8' RT DRAWINGS TO / 6 DIP 16' w 8 • ® 1-1 A.C.S.A. FOR REVIEW. w /(T , 18 PARKING O 0 (3) 6" RISERS P.) / \ WITH HANDRAIL O 1 • / 10 SIGNS U) CG-12 \ rt. \ D w 0( O o 1 O� 24 4' CO, / G llp " w R95' G R3, © � R3' a ° V / �U 1 \ I R155' x9lR5' (TYP.) 18' 18' �'O 8' R4' 6' Q C SSWALK w 1 %L J WALL gR5 �/ 6 C'C6 a z / RETAINING � RETAINING © R3' O R 1 � � \ WALL i CG-2 R3' (TYP.) 8 8' 8" GAT ° RRT18, R5' Cj18' 9' (TYP.) 90° VALVE, ND Q O ' w 1 5 FT CURB G \� END OF A. .S.A. 8"X6„ 45° BEND �Ci FA C)z TRANSITION R10' RT co \ C0.6 OW ERSHIP REDUCER O z (SEE DETAIL ON C1.1) (3) 6 RIS S w 1 w — Sf r 4 24/91 T WIDE DIAPHRAGM o o 1 � N s R4.5' �, (TYP.) NO PARKING GO R10' GO 9 4° o CONC. WHEEL /Lij SIGN (TYP.) NO PARKING (TYP.) R5 O R49 STOP (TYP.) u- 1 R5 SIGN (TYP.) 18, /\ 6 w O TO MATCH EXIST. CHAIN LINK FENCE C 2 R4.5 9. ° G � TYPR5' Q (.) 7 18� \ a (3) 6" RISERS ° o / Q 0 24' RWSA w > I R5' R4.5' ° 16' ca J PERMANENT d 24' CG,6 RT GO 4 \ z ACCESS /� R4.5' 9' (TYP.) HARDSCAPE J '° RAIN GARDEN / / z Q RELOCATED RWSA EASEMENT 18' O w Zp J (SEE LANDSCAPE (SEE LANDSCAPE 0 ACCESS GATE 9' (TYP.) R4.5' O%L PLANS) d ° 0 PLANS FOR DETAILS) Q U "NO PARKING - DO NOT ° C' 9 (TYP.) � O M w BLOCK" SIGN ON GATE �/✓`� C 5, 7 RETAINING WALL J w C' 2 18' R4.5' (SEE LANDSCAPE o Q 24' / \ \ PLANS) 4 z / 0C Lu v� \ 5 FT CURB 19 CG // CHANNEL AIL I OVIDE NG BIKE TRANSITION ° 24' s 5FT LANDING SCALE 1"=20' � a / / ADEQUATE CLEARANCE. 4 (SEE DETAIL 18' / / ON C1.1) / (9) 7" RISERS / NOR / 0 20' 40' FF�Lc 9' (TYP.) R2.2' OO ca / WITH HANDRAILS i J GO METAL 10 BICYCLE ° / ■ RT / PARKING SPACES -r\ 1 g BUILDING \ / w \ 1 CG-7 CRUSHED STONE PAD U) \* (SEE LANDSCAPE SHEET L3.00) z 16, PEDESTRIAN BRIDGE o w \� (SEE STRUCTURAL (nn � V DRAWINGS) Q co I \x\ VO BOULDER (TYP.) 1 SEE LANDSCAPE PLAN o 0 U) \ �1 \x a w \ ; 01 \� Q w .�\ o w1 w H� z w J O O JOB NO. 37032 SHEET NO. ° C4.2 0 0 c 3 4 U 43) 0 co m U) 0 0 2- 3 Q T C 0 a 0 m co C Q 0 0 3 -0a So -0 o� �U) �z mO 0g E o a= a o Z) U 0 U� zN O �Q �x o w r 0 0 Q w o .3 ac > MU) o Q U i w0 Ea U � 0 N � 2� U 0_ o m U a i cN m� Uo C U (0 -a o 0-0 0 _N L E L _ a / --- ----- -- , J� NOTE: 404404040 ° 1. PARKING SIGNAGE SHALL DIRECT OVERFLOW VEHICLES FROM .�tl�LTH EAST MARKET STREET LOT TO LARGER PARKING LOT WI`�� ACCESSED FROM BROAD STREET. SIGNS SHALL REMAIN % ' U VISIBLE FROM THE VEHICULAR CIRCULATION AREAS AS CLINT W. s: %0 O SHOWN PER PLAN. S 1FFLET Y+ / \ -A `, 2. REFER TO NOTE #1 UNDER "GENERAL NOTES" ON SHEET C1.0 C4. 1 + y FOR UTILITY AS BUILT REQUIREMENTS. : r Lit. �L40• 2.1. CONTRACTOR SHALL PROVIDE INVERT ELEVATIONS FOR * + 4)** EACH PIPE JOINT TO ENSURE ADEQUATE SLOPE IS C4' d .4, 21 120 UPHELD DURING INSTALLATION FOR ALL ACSA �45;# ,ram / \ MAINTAINED SANITARY SEWER LINES. •0� &% / I ,V, 3. THE PROPOSED 6" DIP FIRELINE TO PENETRATE THE EXISTING # # # BUILDING WALLS/FOUNDATION AND BE INSTALLED BENEATH SSWR MH THE FUTURE RESTAURANT BUILDING. CONTRACTOR SHALL U / TOP = 321.72 COORDINATE WITH THE ARCHITECT OR BUILDING o 0 1 / INV. IN = 315.60 STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS N // // �\ INV. OUT= 315.59 \ V o `;;�;; NOT COMPROMISED. CONTRACTOR SHALL MAINTAIN A C4.2 o 1 w \ I MINIMUM OF 3FT COVER OVER ALL BURIED WATERLINES. ALL , E w / / \ \ 2 �; PIPES THAT ARE ARE EXPOSED SHALL BE INSULATED TO w _ 1 \ PREVENT FREEZING OR DAMAGE TO THE LINE ACCORDINGLY. U CONTRACTOR SHALL REFER TO MECHANICAL/PLUMBING Q ! o SPECIFICATIONS FOR ALL PIPE INSULATION, HEAT TRACE OR o p w HANGER REQUIREMENTS. q �M � Q� J U c0 Z WATERTIGHT MANHOLE co 12'FIRELAN TURNAROUND �c'-� COVERS TO BE INSTALLED s \ \ PP (D.B. 339-114 & / (D.B. 338-305 PLAT) �� FOR STRUCTURES 2, 3, 4 \ 1 w D.B. 338-305 PLAT) / & 5 LOCATED WITHIN THE \ \ z E 100 YEAR FLOOD PLAIN. ° °o o ING \ SIGN i J OACHES / / \ o 1Lu COmC. W LL FENCE < \ • o o ° 0 w �ti�� / \\ PARKING SIGN / y NO PARKING`,'`., ° � 1 ry FRAME / \ (SEE NOTE #1 ON OG SIGN BUILDING \ \\\-I SHEET C4.3) 1 w 25' R. O. W. ° O EASEMENT TO UGT P (D. B. 339-114 & o C 1 w D.B. 338-305 PLAT) ->� VIRGINIA PUBLIC \\ / END STATE FH . / `c, MH SERVICE COMPANY \ MAINTENANCE \ \oy o 0 �UGT GP h � d / D.B. 198-527 \ o SIGN °\ � a 1 GARDEN ° � ;. • ° a' h ° a a 4'X8' GENERATOR PAD / ° ,� WV o T\ 20' ACSA SANITARY \ a a , A FRAME BUILDING �. TP ♦ SEWER EASEMENT a a , a G x ENCROACHES 1.6' �WA EAVY DUTY a O� % 8'X8' TRANSFORMER PAD ° ° �;���� \ EXIST. EDGE OF \ \ a 4 CONCRETE ` RETAINING WALL oO '�� C�0 \ ♦ ` PAVEMENT \Z� oy� ,o 1 a SEE LANDSCAPE PLANS) / 'I'c� �\ � \ ♦ �` �� �� ° .. o � w N — ern CD O d ON fV O (D 1L � O� x U cn U) �� � w m 2 � N Z O (n =tea' n ~ F- W C C)N 14 LU CL M z w 00 J z J w o' w o cn OZ O Lu w w o N a o co N z O DATE U) b a1 �MH i F yT ♦ ��i O .. �AVY DUTY ° ° �9 , \� S \ ' 2118120 �ICRETE a a d (26) 7" RISERS •BV a WITH HANDRAIL o / o \ \ SEE NOTE # 2 FOR 1 O AS -BUILT . S ° \ STEEL STAIR WITH ♦ � � DRAWN BY 'TE VALVE a ab °`� � a a \ i= HANDRAIL REDUCER a a �,b REQUIREMENTS b (SEE LANDSCAPE PLANS) ♦ A. ALLISON F ACSA RETAINING ' °o o ROCK& \ \ o EASEMENT TO �_ 1 a b " m DESIGNED BY RSHIP WALL WITI� ' a a� ° CONC. ` l \ o'ST \ �\ yA o vIRGINIA PU LlC C a a b �� a ° o 0 0 O SANITARY CLEANOUT TO BE I \ SERVICE C MPANY 73 �AFETYa RAILING a \ ° / LOCATED UNDER STAIRS ♦ • 4 a J ,� 4 ° ` ♦ \ 0 ° C. SHIFFLETT NSITION`a \ F \ +.Q ♦ C'.� CHECKED BY k ° np _ '�♦ NO PAR G\o ♦ C�zz \ ° 1 \ • o \ A ERLINE o — 'FIRE LANE �� tip\ �G' \ ° • C. KOTARSKI o ARCH/MEP PLANS) a x 2 STORYBRICK SIG ♦ ` SCALE 1 \ EXISTING RETAINING � 'DING � � �\♦ \+ ♦ � ♦ � \ WALL TO REMAIN d —II ADA RAMP I i \ \ \ ° • 1" = 20' �O \ NO PARKING W/ HANDRAIL \ VAULT (4) 4" SCH 40 W LL 11 2T a (4) 6" ��� 10 SIGN oy i PVC CONDUITS a as i :CIAL a a ' a RISER i'a ` pG \ ♦ oyT 1 \ RISERS WITH HANDRAIL TO ♦ � ♦ \ ♦ EXIST. EDGE OFF PEDESTRIAN RAILING a ' a d a ♦/ TERMINATE SEE GRADING PLAN GRADEAT PAVEMENT \ (SEE LANDSCAPE PLANS) 1 ' a a b a a ( ) ` 1 BRICK ° (45) 7" RISERS CAFE / RETAIL SPACE a a ab a a as ♦ ♦\ , s BUILDING OFFICE 9 ♦ WITH (ACCESSORY BUILDING) 26 3 b aHANDRAILS /. ) \. IL z a AD RKING 28 ,ALKWAY VERHEAD Va \\ \\ s SIGNS Ia1 4 STORYBRICK a a a b a a 8 \ 16" STEEL CASING TO SPAN CSX BUILDING ,iOb a a a a ` ' a a b '' a a PROPERTY CROSSING. SEE ACSA 34 \ W/BASEMENT a s b __ a a a / STANDARD TD-37 SHEET C1.3 FOR \ \ FFE=326.25 a a a a PPL` ADDITIONAL INFORMATION o 3" DOMESTIC WATER BFE= 314.25 4 6' 4a a q `� PARKING SIGN J yA CONNECTION(SEE\ z HARDSCAPE / q a g �c \\ \ GREASE _ NOTE #1 ON \ \ 1 � TRAP S EET C4.3) w 1 a (SEE LANDSCAPE Q _ 1 PLANS) NEW 8" SLAB 41�gg C 01�- a 1 (SEE ARCH. PLANS) COVERE&\/' / A DECK \T\ \ LOADING �4)RISER (SEE LANDSCAPE 1 STORYBRICK BOULDERTYP. 5' 8' 0 \\ \ oyA 1 (TYP.) DOCK WITH " I y FA T` 1 a SEE LANDSCAPE PLAN PLANS) , BUILDING I \ O 1 6" FIRE LINE / HANDRAIL R4' SEE #3 23, 3 `\\o '�` \ ♦ \ a a BUILDING CONNECTION ` W/BASEMENT 6" GATE VALVE 1 \ \ \ \ > MOUNTED _ RESTAURANT s ` - w 1 R4 FDC , _ 1 (EX. BLDG) _ _ �� .I PRIVATE (TYP,)., 7 6 14 \ Q ♦ ♦ ♦ jl °tiT\ ♦ i z � Q FHA s ♦ 1 1 1 J 1 24' PRECAST \ 'Q/ ;' ; ° \ 1..`I O 6" DIP �.. CONC. WHEEL 4 \ �� 1 \ O SEE NOTE #3 STOP (TYP.) cQ � 11 ; \ Lu J w , 1 Or 4" PVC 1 (3) REMOVABLE BOLLARDS 18.66;.,e / 7' V // 4LVE 1, Ll 22.5° BEND • � � � � � .� _ � iiiiiiiiiii ® i��i\� � 1��►�i\�1��►iiii\� • 1 ii'iiii iiii i� i �ii ►1 ►'ii �� i 1111► ►� PIV % i -- xh,�►��\�iihog �l�ii�irI\li\ =- i�i ' i ,►�i iyyil��•'- BEND�- O j/ tis \ PP R95' 5 BEND Q ------------------- ° \ 6" GATE BEND / P� APPROX. �c\ ARKING SIGN VALVE PEDESTRIAN RAILING LOCATION OF ( \ \ SEE NOTE #1 ON O � (SEE LANDSCAPE PLANS) BEDROCK ` SHEET C4.3) ° ♦ / z / 0 o �, J PRIVATE ♦ ° 4c + 0 ♦ I O FHA o / 'Noll\ ♦ / O VDOT STD GR-11 °\ 0 GUARDRAIL (TYP.) � ° VDOT STD GR-11 ' ' ♦ O / (SEE SHEET C1.3)� / GUARDRAIL (TYP.) D ° (SEE SHEET C1.3) / o o Q' o 00 \ o o cl PAVERS (SEE JOB NO. / \ O ° 0 LANDSCAPE PLA ) SCALE 1 °=20' � \ � / 37032 CONC. WHEEL NOR\ / SHEET NO. STOP (TYP.) / 0 20' 40' C4.3 � �� � as 30 o� U) mo 0� c E o a= c m a 0 c 0 U) zN 0 2 a g x O r 0 0 0 o w 3 ac > ch cc 2 -�5 U C N O :5 U i 2V co_ �0 �o 0 Ea U O 0 �0 m U 0 C U)o O U a i C N ch'o � o C U (0 Q� �E L c 0 Q m a LO N O 0 N O N W N c 0 0 d rn 3 a 0 Z L // / , / / ' 11111 11111111111 11111111111 11111111111 �m 11111111111 11111111111 "Y� IIIIIIIIII, '7 IIIIIIIIII, 11111111111 IIIIIIIIII, 11111111111 11111111111 11111111111 11111111111 11111111111 / A 167 44f PEDESTRIAN BRIDGE /— ,' ,' REFERENCE LINE -SEE SHEET C5.0 SLOPES (TYP.) , , — , , — ° a ° ° �-- a a , a°�— � ' LT H op#!.r / (SEE STRUCTURAL DRAWINGS) — t T / , - / 194 h / 164 ° a ° / /PF�ESER ED / ' /— 7 / / 52 187 / ��/ ° �'/ ° ° a v—+ / / 3 d ° a u S AFL TINT � Y# / �� , / / — — 4 61 a ° 1 ' _ a / /' /' / �' / / 100 YR FEMA '`% /' // /' / / i / i / —° ° 33�� 1 // �, #' r Lie. * . �L4380 Ar _ FLOOD PLAI , I . 2/18/20 MOORES CREEK / / o /'— / / f-�/' kys /' / / - '340 ° 3 ° ° / 162 163 165 1 c° * .N . ° RIPRAP o o i / /� 166 If „' 1 �����•�• REFER TO PEDESTRIAN Zn / ° 6 TRENCH DRAI \ BRIDGE PLAN SHEETS / / / j I , / / 348 ° a �159 (SEE LANDSCAPE / LIMITS OF � / / / I l / / / a a / PLANS) �9- \ a /� ' o E SURVEY- / / / / �� / / % 1 r l 186 / 193 59 a / \ ° Qa ��6' N o ° /— / — / 3 / / ° d ° 6 / ¢ o FEMA-71 —7 /T (5 � L /,O.-P15 � ° a LOODWAY / / // / / / , / 85 / / a d $ \ d / / Q t LL o / l / / i / , �— — — / //—i T /— / / 0, a a '� / I / / o 0O` 1 �w O 41VANNA TRAIL — � —/ -� L L —/ 4NEAN $EWER , �� ° 3� / a ° W / / , / I / / / / / / / , O ¢JUco z / / I EA EMENT ( O� O / / / \ n w —Sr; O , It PRESERVED / / I — -�� /� / / , / -386, 3P8 PLAT' , / "��' lb ° d a \ o ' a > o N z f / SLOPES ! T — �/ / Tom/ ! / _ _/ / / / , 00 a a ° ° O W N a O ° 00 d /— / / I a \ U ' /' ° ° ° 157° a v ' `\ I STORY BRICK _ z u PEDESTRIAN BRID E INSET / / , / ' I / �\ BUILDING o nj v > D O / / Q = � �, z SCALE: 1" = 20' / // / / / / 183 338 /4 4 a °\ FFE S326E25T / ~ c m w // / 46 It ' / / / / U, 181 344 / I "DOMINION" / / �� / cb UTILITY BOX / GRAVEL d' V. o`ti O /x 1 8 I i I / 342 150 179 / \ / _ I / / GRAVEL / 180 / U / PAVED ' ' Lu i I \ \ 0 / M � � � M � ' 14• 11 6" TRENCH DRAIN 4 J FD10 BFE= q1A gn �� Ifp (SEE LANDSCAPE �QFD12 a a STORM DRAINAGE TO RUN •' J w 57 156 PLANS) FQ11 ° BENEATH CONNECTOR SLAB & C) u Q FOOTINGS. CONTRACTOR TO z VERIFY CROSSING PRIOR TO O Q INSTALLATION. �� / w 155 4 6" HDPE TO CONNECT` � DOWNSPOUT TO O u� 154 32 a 4 NYLOPLAST BASIN _ 6" HDPE TO CONNECT FD9 i e c� O DOWNSPOUT TO D4 O z NYLOPLAST BASIN 8cs� 100 YR FEMA a d PROPOSED 100-YR FLOOD PLAIN RD3 129 "' FLOODPLAIN s ^� o TIE TO 8 / > w o o ROOF / FD1 N ° ¢00 LEADER I \ Q / FD2 p 0 da ° N I \ FD3 z 153, 7 / co 130 O DATE 6" HDPE TO CONNECT "� / O I > DOWNSPOUT TO I STORY BRICK /' D6 \ / 0 2/18/20 STRUCTURE 146 BUILDING DRAWN BY \ \ a \ INV. = 320.56 W/BASEMENT CO FFE = 326.25 / \ A. ALLISON \ \ \ \ a /d ♦ BFE=314.20 �� \� DESIGNED BY TIE TO 10" 0 // • C. SHIFFLETT ° Q �\ `9- ROOF LEADER �� / F 5 131 O ' • CHECKED BY \ \ \ �° % FD4 d a ° ° ° �� `� O N • C. KOTARSKI 146 \ 32 4 0 / / Lo , • • SCALE d 2Q °yb / U • 1" = 20' 144 5 - AV w RD2 ' ' 111 1 10 „'mob 149 / o p \� \ \� 132 O / / / ' / W 1 Q / / Lu U) IL 1 � p �\ ° / // / 24"CL YP i 133 O z 142 \ \ \ / O / / , FEMA j w 138 No 137 / FLOODWAY Z Q M 134 O / z P POSED 00-YR //,/ w ui LOODPLAIN` 139 p It ° ° `\ / / / / MANAGEDSLO ' 141 � I /� o (TYP.) z ) / LL / / / / / / . - w O J SWALE Q 140 w 3�3 / /` O / z /6" AVG. DIAMETER , , Z Q - // ♦ _ d ° 4 o ' RIVER STONE ItUJ �_ / / / PAVED / M �' / / ,///DI PHRAGM. 18" _ / / c)UO Lu - - - I / .=342 ♦ M ° / / / ��O 4 E f / /// / CLEANOUT — / / / u Q �/ I � / � / / / / (SEE C1.2) (TYP.) / ♦ `� ° 4 o ' 4" PERFORATED 148 / UNDERDRAIN v Q (SEE C1.2) /0 // (TYP.) _ ♦ w L I ° / o o / / / RIPRAP—� - - - - o �� / I / REFER TO PEDESTRIAN B BRIDGE PLAN SHEETS \♦ ♦ / N \\ o o // / / / / / \ ` ♦ a I , °/ / / , /� — SCALE 1 "=20' w It 01 It 0 Q SEE PEDESTRIAN BRIDGE INSET 0 ♦ ��O it 9 I / / IN,♦ / X -0- I \ FEM / 4- I \ FLO DftY \ / X I o \\ \ k ♦ ♦ 4 I / / // �/ / \ \\ �r_�\ ' ♦ b kp _--�°p///I \/ /','//' ''// / /' /// JOB NO. 'ob b / b bb�° / /—TQ /o' RIPRAP 37032 REFER TO PEDESTRIAN BRIDGE PLAN SHEETS i SHEET NO. to It C5.1 0 0 ai U 43) 0 0 cu m 3 0 0 0 2- 3 Q T C 0 a ° 0 0 c m c co C Q 0 0 0 3 c -0a 30 0 0 �Z °0 0g c H E o 'O c C N f0 O a o c U� Z N 0 � a g x H 0 w 0 o w r 0 0 n w o .3 0.0) >_ c L� Q U 2 c_ w o � o E a 0 � U O 0 �-0 NO O N U a i c to 0 O 0 c:U (0 Q0 CID a) C 0 Q a N O 0 N O N W N 0 0 0 d rn 3 a 0 z i► U) 9 ` --- --- 1 �— \ 9/`. _ _ - _ - - '" � ; NOTES: \ \ \ \ \ \ \ \ \ I \ I \ 1 1. THE PROPOSED 12 STORM PIPE SHALL PENETRATE THE * LTIN ##• \ \ I EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR �>,•�• \ \ \ \ \ \ �'\ \ �` � • OL \ \ Q I SHALL COORDINATE WITH THE ARCHITECT OR BUILDING . -Q STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS`'". NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES $ C L i � r - + SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM C5.0 ' S FFLET Y # -A \ PIPES THAT ARE NOT BURIED SHOULD BE MOUNTED TO r \ \ \ \ \ \ \ WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN Lie. N . 54.180 \ \ 1% MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR C5.2 ;: \ 1`.,';\ SHALL REFER TO MECHANICAL/PLUMBING SPECIFICATIONS + ,� \ \ \ \ \ \ \ \ \ \ \ off. \ I 1 `\ • �• \ \\ \ \ \\\ \ I \ \ J 1 � \ ` I \ 1 ,,; FOR ALL MOUNTING OR HANGER REQUIREMENTS. •�� ON At \ I \ , Ln \\\ / / \\\ \ \ \ \ \ \\ \ \ \ \\\\ 1111 / \ I \ \ 1 %+ U \\\ 111 1\ I I ` 1 I \,1 \ O 1 \ \ \ \ \ \\\ \\\\ I I \rA C5.1 Lu W\\ \ \ \ I \;W \ \ \ I > 3 oLu L LLJ / \ \ \ \ \ \ \ \ 1 \ ;R; \ \ \ � Zj U � z \� o 1A \ \ \ \ \ \ >oo' cn \ L - - - - - - _ _ 12' FIRE LAN / / TURNARfJZIND _ _ _ ,f- \ %Lu ~ Z \ \ O D.B. 339-114 & / �� I s \ \ \ �P 1 �%% % \ \ \ \ z 1 \ ( ) / / / �p 6 338-305 PLAT) \ \, \ \ \\ LLI\ I \ \I / ""�\ �` ` \ \ \ \ \ I \ \ \ C x u U) D.B. 338-305 PLAT \ \% \ °° \ OG p CO SIGN \ \ \ �\ ` _� > 0 F- \o \ \ F ° I-ILri W z -0- \ \ \ A \ \ o\ \ \\ \ o M 1-4 w rU _- - / '� FENCE \ \\� \ \ \ \\ \ s�' \� \ \\•\ \\\ \ \ \ \\ (DO Lu w LU 25 R. O. W. \ \ \ \ \ \ \ \ / \ ` \ T \ \ \ \ \ \ ` \ ` ` \ \ \ °/ \ ` \ \ 1 \ \ \ 000 \ ` / - - D.B. 339-114 & \ o EASEIl�9F�NT TO \ \ \ \ \ \ \\ \ .� \ \ \ \ \\ \ \ \ \ / 1 w _ _ _ GT P \ / \\ °S \ ` \ VIRGINIA)PUBLIC ` \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ q \ \ \ \ \ \ \ \ \ \ \ \ \ \ p O c) \ 1 , D. B. 338-305 PLAT) \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ STATE q \ \ \ \ \ o \ \ z C=7 O \MH /. \ \ SERVICE Cb PANY \ \ \ \ \ \ \ \ \ \M�9/� \ NCE qq \ S9 \ \ y \ p \ \ 0 _ Q'/ \ \ \ \ \ \ \ o \ \ z a G'Ta `D. B. 198-527 \ \ ` \ \ \ o\\ \ \ \ 2 \` \ o \ \ \ \ \ \ ` O a GARDEN / • \ ` \ \ \ I \ \o\\ o \ \ \ \ \ \ \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ q \ \ \ \ \ \ ` o \ \ \ SCALE 1 "=20' a a a a \`.\ \ \ / \ \ \ \ \ O \ a / . \ \ \ \ \ \ \ \ ONOR Lu \ \ \ ��\ \00 6 ,HDPE TO ONNECT ' :�\� \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ �\ �\ \\` \ \ \ ` \ \\ ¢ N ° DOWN POUT TOCo f ` \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ 2 ` \ \ o \ \-o \ \ \ \ z 91 1 / �STRUC URE 196 a a _ _ - \ _ / _ _ - - - -�, ` �� \ \ \ ` \ \ \ \\ \ \ \ \ `� ` \ \•� \ 9 \ \ \ b/2\ \ 9� \ \ \ DATE \ o \ \ \ �, \ PNVb=349.73 ` - - - - - / /° ° �MH %_ _ - - �c<`> r �\ `\ �9�, \\ \\ \ \` etij\ \\\`\\\ \``\ \\ \ ` 9/ 9 \ \\ \ \ \ \\ A� \ I' > 91 1 Q ° l a a a _ a �BV 2/18/20 \ \ \ \ DRAWN BY ° � /° ` `\��. �\ \ \ \ \ \ \\ \ ` \ \ \\ \ qq \\ \ \ \\\ \\ \\ \\ \ \ \ 1 \\ \\ a r _ _ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \� \ ` \ \ \ �o \ \ \ \ \ \ E\ASEMENT TO II \ A. ALLISON a / • ° a �° _ ROCK & \ v v v ` 1 a a a a 4 a °o o - - - — CONC. — �\ \ _ 1 - - \ _� \ \ \ \ \� \oyT \ \ \ \ \ \ \ \ \ \ \\ \ \ \ tiA \ \ 0 / GX 1A PU L 1'C 1 m ° d a a /> - O _ _ - - ° - - \ \ \o \ \ \ DESIGNED BY o_ o ° _---- -- _° — \\ \\ \ \ \\ \\ \ \ \ \ \ \\ \ \\ \ \\ \\ \\ \ \ \ E V1 FC MPANY I \ • a 4 ' — — _ — — — — -MC�/I�€ ` \ \ \ \ \ \\ \ qq \ \\\ 2 0 1 \ • C. SHIFFLETT i 't d / _— C�� \\ \\ \ \ \\\ \\\\\\\ \\ \\ \\ \\ 91 9 \\ \ \\ \\ \\\\ \ \ \ \ 1 \\ \ CHECKED BY 4 a _0 0• - x oY — \— > �- \ \\ \\ \ \ bT\ \\\ \ \\\ �� \ \ \ \\`\ \ \`, ' \ \\ ° \ \ • C. KOTARSKI 344 a ,\ a 11 - - - _ \ \ ` \ �\ \ \�\ \ \ \ ` a q \ \ \ RP \ \ \ \ \ 1 • SCALE 9 ■ 3 _ - _ -� 11 q\ \ \ \ \\ \\ \ \\ 1„ = 20' 6 CONCRETE WA L -338 \`?40, \ yTio 175 182.7 a a - ,� \ \ \ _ / 60 YRF/EMA/ \ \1 1 Q \ \ /FEM IL per{ \ \ \ \ \ \ \ y I'[O O 1 6D- / A Q \ \ \ \ \ \ `� \ \ \ \ FLOODPL ODWAY % 08 , \ \ \ a a. 64.3' a a 1 / �/ - I \ GIi \ — _ 1 / / / \ \ I \SAN -- - SAN i, 1 / \1 TIE TO 10" cfl /: \\�`.p p b b X ° p p \ "C \`\ `\" \ I 1 I ' I \ / / pI \ /o \ ) \ I \ a ROOF LEADER p � ` � / p \ \ � �j / � / \ ,I ' / / Q p Ii ♦I III\ ' ' ®I\�' 1 �k/\ �./ // / / / / / \ / y Z V/ EXIST. FEMA ppp1/ u 4p •100-YR FLOODPLAIN p z w07 D1 ppuj. 0QD9 07 24_\ / U SEE NOTE #1 IP G) ; / / ' / w �n 0 D6Lu ,P-�p• ---- o 2 u, TIE TO 8" 'r/ _ _ - ��_ — _ - \ / // /7 / / \ V J a / 0 RD7 ROOF LEADER 1 J RD8 o / c\I RD5 FEMA I / PP 1 FLOODWAY 1 104 / / / EXISTING / LOCATION OF ` ROCK WALL 1 / +uj / Ob 1 WA 0ON 0 EXISTING / _ _ _ _ _ _ \ /1 / / / o`/% D4 / / / ROCK WALL / - — — — — — ° / / / / °. I ,— — — 102 / / / — — — — — — — // / FINAL GRADE _ - � � —�\ \� / \\ \ — — RD3 129 — — EW 1 PIPE 101 \\ \\ FD1 / INV=305.62' —1-7 l / 24" DEPTH — — / CLASS 1 RIPRAP - — /'/ PIPE 101 2 301.23' \ \� CLASS 1 RIPRAP / (SEE DETAIL SHEET-05. // // 24" DEPTH EDGE OF \ ` \ ° 130 0 °/ — / /, (SEE PLATE 3.19-1 2 MOORES CREEK / / SHEETFOR ,298.00' ADDITIONAL \o INFORMATION) \ \ ` �\ /— JOB NO. CO SWALE / , \ — \� \— / / / /� \ SHEET NO. / / RIP RAP OUTFALL DETAIL — \ \ / / / / / — / C5.2 /� / / No Scale \ ` \ / / \ I ' / /—�/� -0a 30 o� U) °0 0 c r- o -O C C m m U a o C U) zN 02 � a g x H 0 w 0 O w > 0 nw 2 .3 aC > ws (D o U 2� m C w o �o �a U O a al .2� f0 � O �o O U a i C N U) 0 0 C U (0 Q O L c O Q c a T Q N O O N O N W N c 0 a 0 a 3 a co O O a U) 0 z 1p► PEDESTRIAN BRIDGE / / / / / 351.26 SLOPES (TYP.) )� - ' _ 4 TW 332.00 28 - ° �" T\/V 328 70 4 32634 I V 3 ��,LTH #� (SEE STRUCTURAL DRAWINGS) - t T REFERENCE LINE - SEE SHEET C5.3 - h BW338.00 / BW328.50 ° a a a ° 26.30 / Z//FLOOD - �- TC 326.50 °TW 32 .70 °W 326 70QENTRANCE350.14 p� / °," 326.22 + CUNT iBW 326.70 �0 1 //332.00 BS.° ° ° S '�FLET Y#R FEMA '` Ta / ITE /' l /l349.63 / TW 352.00 - _ ° , BW 326.10 a a// 6.8\`325.91 !L40 4; / �/ BW 346.00 33 �3�n 326.30 �Lie. � � PLAT / AK / Q // i �0 ° a `3 a°°326.05 \ a *, 2/I 8/20 �ia\ 349.50 MOORES CREEK / /f��l �l'3TW 350.00°°/1GoBW 344.00J325.80 RIPRAP / T / - / I / 3 / - 349!6 326.20 REFER TO PEDESTRIAN \ / I �1 /4 ° ° \ 326.10 14. 6 TRENCH DRAI \ \ 326.10 BRIDGE PLAN SHEETS / / L_I � / T 348. 6 �'G /' / 34g ° ° ' ° (SEE LANDSCAPE 326.9 \ ° 325.91 �� 1 / / T 352 84 / / 4 ° i o / \ / LIMITS OF TS 328.27 ' ° PLANS) 9- \ / I 0 SURVEY / / B 34 .76 TC �YG 4326.3 ° a, u �� BS 325.351 i i 1 r / 347 95 ° ° TW 332.22 \ a ° �6' / 326.26 N U) 08.8 ! 349.62 / TW 342.00 ° -' ° / BW 326.22 60 6.29 / a 0 / l S / 3 8 / / BW 338.00 a / , ° ° 325.95 > E TS 325.35 - - 325.7 ° 326.0 .� a a 32 6 .E BW 326.00 ° a \ / 323.25 u� TW 332.00 ° ✓ ° 4 °32 � = R / _ / FEMA f - 3�/ L /' FLOODWAY , i 6 // / 347.72 / / / ° ° . ° \ //ooeol/ 2,4. O TW 319 12 I o U. o / / / / / / / / Z / BS 322.43 � / L / ANEAN EWER 1 / / / / / / / / / / // E / TC 347.94 / / / / / I d� / �/ �- �- EA EMENT DAR / TC 346.80 -� 2'� � � -386, 38 PLA / / RIVADIN� RAIL I 1- / / \' / /�' ' / -� 14, �/ 351.1 - ' -� ! / / / TW 346.10 �- � � / / � -' - � / CMERRY TC 27.29 4 ° I BW 338.20 PEDESTRIAN BRIDGE INSET , ,' r/7' J SCALE: 1" = 20' ' o 'Ile TW 354.39 BW 346.00 • H RRY 6„ I THE \ \ / TC 27. / 'cFiL ' / TW 33 34 Z 344 „DOMINION"V�/ / / Cb / / UTILITY GRAVEL d' / / BW 344.40 o 327.69 / RETAINING WALL rcD WITH SAFETY RAIL I 342 Ile- -----� /I TC340.90 / I -----___----/� GRAVEL I TW330 / / W 336.0 --TC 341.04 336.16 v'S7 / TW 347.44 ud' �c° TC 340.76 BW 341.54 PAVED LL A' MATCH EXIST I / TC 334.74 �0, / 326.0 / I VV�3261.17 a I° Q1 BW 316.79 w O � TW 347.55 ° g � ° - � uu � �� BW 345.0 ��� / ° f 326.30 ENTRANCE / BW 323.84 o I J v � z0 4 '3� 326.35 TW 323.82 ° r2 > o rn TC 4 .18 ���° ° BW 321.49 rl 6 o N a Z a 4 a O ° rb ° 325. ENTRANCE TW 321.47 / z °' U) 347.1 47, i / \ / 326.32 SEE ARCH. PLANS FOR 325.95 W 319.14 ° � O x vvi ° 326.20 Q w co TS 347810 TW 350.00 325.3 , � \ FINAL SLAB GRADING 1 STORY BRICK TS 326.17 21 ° I o a . co ° BUILDING o x ry z ca BW 344.00 LP 325.91 / 323.3 100 YR FEMA ENTRANCE ci v > i° O 326.30 / ° 4 4 FLOOD PLAIN W18ASEMENT 326.26 �` ~ c In V w ' FFE = 326.25 Q 0 orn m w BS 333.10 6" TRENCH DRAIN �' ° ° '� BFE _ qid gn BS 323.83 / U) w 4 a 4 4� TS 323.8 ;v M oC z 10 \ TS 333.05 (SEE LANDSCAPE �` 322 1 STORM DRAINAGE TO RUN • a -j w LANS) \ 322.5 e� BENEATH CONNECTOR SLAB & BS 321.50 0 o w ENTRANCE � °x� ,3 ° TS 321.50 31 VV FOOTINGS. CONTRACTOR TO 33 0° 326.19 �° 322. a ' ` VERIFY CROSSING PRIOR TO TS 319 .BS 97 7 J 2 °322" ' 3 3 INSTALLATION. a ° °4 BS 316.83 TS 316.83 I w / \ 6" HDPE TO CONNECT BS 315.08` w 32$ ° ° LP 325.91 / DOWNSPOUT TO ENTRANCE 14.3 O u� 326 B ° 6.15 326.12 4 NYLOPLAST BASIN 314.35 = w i 326.25 6" HDPE TO CONNECT / 314.2 O 325.40 \ 26.3 DOWNSPOUT TO 100 YR FEMA / TC 314.79 FLOOD PLAIN NYLOPLAST BASIN 326.19 320.3 \ ° ° ENTRANCE X 326.05 PROPOSED 100-YR _5 100 YR FEMA ,�r�• \ EP 313.80 ° \ 4 p 15LOOD PLAIN o FLOODPLAIN T 32F�.35 ° °� ° \ 326.19 0� TIE TO 8" / cO w � C:)\ I \ o ROOF / \ \ \ 6 Q 04 ° LEADER / ¢ O N 326.07 ° ° 3 .36 z �L \\ \\ \\ I \ 326.10 TC 315.72 O 326.2 i U) DATE ENTRANCE 6" HDPE TO CONNECT / \ I > \ \ 326. 4 326 19 DOWNSPOUT TO 1 STORY BRICK / 3 / 0 2/18/20 STRUCTURE 146 BUILDING DRAWN BY \ INV. = 320.56 IN/BASEMENT 31 3 5 co O // \ \\ \ 325.25 a ° �° ENTRANCE FFE = 326.25 ' A. ALLISON \ / ♦ 4 �2 1 BFE = 314.20 DESIGNED BY TC 325.07 ° 324a4/ � � TBS 324.48 � \� , TC 324.48 ° ° �� °> > ��� 318. �ifiOd ' 0 • C. SHIFFLETT TC \ \\ \ �G 324.29 EP 323.98 °° \ °a °°// \ p`�9- TC 324.35 TIE TO 10" Q / / 4 325.9a 323.79 TC 324. ♦ EP 24. TS 326.06 ROOF LEADER �� / / I • CHECKED BY \\ \ \ 1324.4 �4 \ \ / ° ° \ 3 3 3 0 BS 323.56 \ 22 FF ,� O •0 C. KOTARSKI TC 324.23 32A ° 4 4 4 �� 314.20 X 0 / / / Lo I • SCALE EP 324.23 32 .41 / 2 .41 2A 4 yb � / E U • 1 „ = 20' TC 324.68EIPp - \ 6� / 311 %R � / � I Q 6 TS 322.20 1 / 0 / • 324.72 TIC 324 EP 324.�1�7TC 324.29 BS 320.70 W o EP 323.7$ _ _ / / / W TC 325.22 � Xo 0 / - 4 \ b b Nob �� �� /' ' ��J// / / / //// / I � - /\b 9 I \ - TC 316.0/VJ 323.6 / / � P 323.18 / 32 / p Lu 9- DOUBLE/ /TRi5E/IL TC 324)05 9' \ C 318.22 / / / 24" CL Y P I z EP 323.55 o 6Nv. UT = w I Q TC 324.11 ° I - `� / / I \" .11 / O z F A EP 324/ J � �° \ � � TC 319.50 LOOD AY / � / / / - I \ EP ITR E 1 0 \ I \ TC 320.75 / 316.65 O / FEMA j w TS 317.8 PARRA SF� '/ FLOODWAY U Z � P POSED 00-YR` \ \ I a ° BS 316.3 / / 8/,/ / / Z I u LOODPLAIN I \ EP 320.38 Lu TS 320.87 D \\ TR /' / MANAGED 0� I 5 6.15 ±34/ E TC 340.50 / / � � \ _ BS 319.33 , ° ° ° / ;/ / SLOPES 341.25 / ° EP 1 / (TYP.) L.L I L1 O � O(gyp' • ' T 31.63 ��ti 320.62 4° TS 319.23 3�$ / / / E I11 I TC 337.52 "'o a \ 316 / / /�"�/ �0 SWALE J TIC 330 TW 322.00 ° 317.62 313 3 A O / , v /TW 1.50 a BS 316.08 � 4 � /- // a C ° 6" AVG. DIAMETER ' S 317.72 0 � % d 1$ o RIVER STONE / / / p / M ' TW 319.0 ®r E / /12/ / � i / � Q PAVED ° 3 / yl�j PHRAGM. 18 / C)U MATCH EXIST. �j\ / / / O ° E / / A /UPEPTH. - / / / / J ±343.05 N 323.89 r1, CLEANOUT - / LH M a TC 329.7 0 / / / 4 $ T / // / // (SEE C1.2) (TYP.) / TC 336.76 ` r'cP / TW 317.50 10x 315.60 / i ./ / / - / LV EIt1TRANC `5 �Oa 4 TS 321.86 ° < 4" PERFORATED / /in m 322 34 A ° BS 32 6 / 1,QcA UNDERDRAIN �i Ln Q r5'� 4 l (SEE C1.2) BS 315.44 0 o /0 9� (TYP.) - 323.60 / ° / / o o ' am � SEE LANDSCAPE PLANS / RIPRAP C)L __��� / FOR ADDITIONAL // o // / / REFER TO PEDESTRIAN 00 IL NG \ RETAINING WALL / / BRIDGE PLAN SHEETS / / o TC 329.57/ IL RETAINING �/ I INFORMATION. TS 328.27 ' / / / // T // Z SCALE 1 "=20' \ TC 329.07 ol 7�R�E7 / ��' /'/' V..� \� 0 20' 40' J r - -- -/ I \ Q SY ORI. - 8" 2""' SEE PEDESTRIAN BRIDGE INSET / 01 0 �fC 330.00 rL� 9- \ TR / / / lTI�EtE IN, W/L o _ �ry� 4- 1 / 8„ p \ / / / / I / \�� / / 307.7 X/ WILD / i 9- l TR FEM CHERR\ CHERRY ` / 4- j \ FLO DftY \ \ \ Tk?IPL o Q / REE SYC TREE- \ \\ b b p p E / \ / / / 1� \' / \x 8 / / JOB NO. _ 1 ` / THE s\1i \ - - _ _ / RIPRAP p _ \ 9 � � � \ \ �/' / ° REFER TO PEDESTRIAN 37032 _ O " 9 12 0 / / / / / co BRIDGE PLAN SHEETS _ SHEET NO. 6 1 lI _ TREE REE / / / / / - / o �` o ' C5.4 E DOUBLE \ 0 / „1 i7- 0 c U N 0 .4 co cn N 0 2- 3 o_ co c m 0 a co 0 m s c co v- m rz O 0 3 c -0a 3O O U) QO 2� 0g c E o -a c c m m � a o 0 U zN O � a g x H o w o o w r 0 0 Q w o .3 ac L (xi o Q U 2 O c w o � o E a � c U O 0 N O U)O U aL c toU)� U) o O U (0 Qo voi m L .94 \ TC 327.29 TW 346.10 / BW 338.20 - I / \ L / ne REFERENCE LINE -SEE SHEET C5.3 ° a �,LTH °`_ 4 6" W � / TW 3 .5 ° / / / � a a ° 326.30 1 0 0 F � Ste TW Y do/ TC 346. / / B 45 / I J a all / 4 \ a 1 : r Lie. / TC 347.1 l \210120 i 4 < ° ° \ \ ° � O L 4 a SEE ARCH. PLANS FOR a 347h0 334 / 326.20 \ \ FINAL SLAB GRADING 1 q° q a \� �4/ \ �o TS 347.10 / TW 350.00 q \ I/ ° BW 344.00 a ° a J 4 V 1 c J 1 / LP 325.91 a \ 1 w > E \ ° a / 326.30 4 = E A q q q\ 1 � U a,i 3 QLL ++ O \ BS 333.10 4 4 / \ 1 C W M a wN�� O TS 333.05 a q J q \ a> CCD N Z BS 340.10 `\ 4 4 J 4 \ 1 W N a 0 \ ° \ 4 \ X U U) 4 �OU) a ° J / / q q/ 4 \ o ai L p TS 3 5 m 4 q 1 �2 �N Z (n 4 q 4 q =v >o O H W3 0 \� /\\ 1 ~ c -w \ BW 2�a a 4 J / \ $ r� LU > g a�q Z \ 4 a \ / \ Z \ ° 0 LP 325.91 \ \ \ BS 326.326.12 ° o cn TC 327.4 \ \ \ \ \ ° a ° 326.25 \ I / / \ 1 C=7 O \ 325.40 \ \ 0 Z TW 334.34 ° 1 BW 333.38 \� a \a 326.19 \ \Lu - 1 > w o w 04 \ \ \ \ 1 a 00 \ \ \ N TC 326.35 \ ° \ \ a a 326.19 \ I \ \ 0 \ \ \ 1 ; DATE M 2118120 I \ 1 0 \ \ \ 31 65 \ 1 DRAWN BY 326.36 I \ I\ 326.07 TW 326.51 \ \ / - - _ _ A. ALLISON ° \\ I i • DESIGNED BY ° // 326.10 I 1 C. SHIFFLETT / \ \ \ \ 1 \ / \ / 1 • CHECKED BY \\ \\ 326.00 ° O 326.18 Lo 1 • C. KOTARSKI \ i \ L0 • • SCALE CIO° U'`� 1 =10 \ \ \ 1 SEAT WALL TW 326.51 ° \ \ \ 326.09 a (SEE LANDSCAPE \ PLANS) 325.25 / c� w 1 • TC 327.69 \ \ J a ° 00 W \ \ \ ° A \ 326.18 TW 326.51 J / 00 \ z _ • TC 325.07 a \ SLAB 325.9� / J a \ \\ GRADE 324.99 / w \ SCALE 1"=10' w l z / \ \ SEE SHEET ° \ Z3 \ (n \ C1.1 FOR \ \ IL 0• SLAB 325.98 0°• ° / SEE SHEET 0 10 20' 316.15 - ' Z TURN DOWN J GRADE 324.68 / a C1.1 FOR TC SLAB DETAIL \ a TS 325.98 / TURN DOWN w J Q 325.90 \ \ 324.48 a / SLAB DETAIL \ 324.47 \ \ a BS 3 RISERS \ / z 1 J \\ \ \ TC 324.2 ' EP 323.98 ' • / (SEE�ANDSCAPE EP 323.79 TC 324.47 \° / PLANS) Z\ SLAB 326.18 J EP 324.47 ° \ \ /°SLAB 325.98 \ GRADE 324.18 / w / \ a a \ GRADE 324.68 SLAB 326 09 U z r. GRADE a24.18 z uj O / \ SLAB 326.04 < � TS 326.06 w EP 324.41 ° a \ GRADE 324.18 a �,ti4 BS 323•( 5) RISERS w I TC 324.35 SEE LANDSCAPE LL1 TC 324\2EP 324.35 �° � V� ° PLANS) W 0 0- \ EP 324.23 _ _ \ \ 0L 1 j (n \ TS 322.20 / w > V � TC 4.68Z-A `1 I ❑ - TC 324.29 �\ SEE SHEET a BS 320.70 > z 000 EP 323.79 Ljj C1.1 FOR Z Q 90 \ °o° TURN DOWN \ / 1 p Q \ TC 324.17 SLAB DETAIL SLAB 325.98 / Q W 324.72 n/ l \ q EP 324.17 \ GRADE 324.18 ° /( 1 Lu L.L TC 4 v� \ a \ Lu (V oo� / V / Q o o TC 323.6 LV °° EP 323.18 a \ D Q _ \ rO V TC 325.22 a °° \ \ \ / a 324.45 coo 24 00 TC 324.05 \ T 318.22 EP 323.55 TC 324.11 / ° I ro � \ \ EP 324.11 � � / ° � \\ 1 w ° �L C 319.50 O N 1 O °) E P 1 / , I TC 320.75 316.65 i I i S 317.80 /1 BS 316.30 � 1 DI ` EP 320.38 4___ JOB NO. I TS 320.87 4 / 37032 I a I I SHEET NO. I I BS 319.33 ° C5.4A c O T Q Q N 0 O N O N N c 0 a 0 a 3 a O U) F_ 0 a U) 0 z U) q _ _ -_ _ n NOTES: \ \ \ \ \ \ \ \ \ 1 \ I 9 q \ ` \ 1 1. THE PROPOSED 12 STORM PIPE SHALL PENETRATE THE * �T ego EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR Op a %{� \ \ 1 SHALL COORDINATE WITH THE ARCHITECT OR BUILDING w: e .� \ \ 1 STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES CLINT$+ %%% o \ \ �# SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM .'F'LET Y �` \ \ PIPES THAT ARE NOT BURIED SHOULD BE MOUNTED TO ' # C53 \ �� \ \ WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN : Lie. N . 541I 0 AC �G� I \\ \ \ \� r \ o \ \ \ \ 1 /o MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR C5.5 *` #us \\ ';\ SHALL REFER TO MECHANICAL/PLUMBING SPECIFICATIONS + % , a FOR ALL MOUNTING OR HANGER REQUIREMENTS. ���#pr,',�• ` \ \ \ \\ \\ \\ IIIII/ N01I I 1 \ U \\ \\ \\ \ 1 II \) I � \ \ ' \ \ \ ` N c C5.4 \ \ \ I ► I 1 `I� \\ \ \ \ ¢ o 1 w - - - -'' \\` \ \ \ \ \\\\ \\\ 1 I`I 1 \ e E W \\ W > / / \ \\ \ \ \ I ;,1 \ \ LL o \ \ \ .a ' R II- o L / \ \ \ \ \ I R; \ \ \ <_jU00 W / \ \ \ \\ \ \o \ \ 1 \ \ \ u, - ---___ \ _ \ \ o \ \ °i rj U) L _ 12' FIRE LAN / / / TURNARAND \ _ _ �'-�s, \ \ \ ° \ A\ �P \ \ \ (A " 4 D.B. 339-114 & / ice` I \ \ 1 ` \ \ \ \ z °' M I � � \ Lu ( ) � / / / .�p.6 338-305 PLAT) \ \, \ \ �\ \ I � � \ \ \\ / �"�\ �` �` � \ \ \ \ \ I \ \ \ � C � x D.B. 338-305 PLAT v, - ING / / - \ \ PJ�' \ \ S/CAN \ U > owl LLJ` \ II \ \ \ \ \ \ \ 41 U - COI�C. J[V _ - \ FENCE \ ` \ \ \ \ \ \ \ \ \ \ = ' \\� \ \ \ • \ \\ \ \ \ \ \ \ \ \\ �\ \ \ a -1�7 cy) U) _ EASEI�I NT TO \ \ \ \ \ \ \ \ \ p W _ - ' \ D.B. 339-114 & `\ y VIRGINIA �PUBL lC \ \ \ \ \ \ \ Q IGT P / o \BV \ \ \ \ \ \ \ \ q \ \ / D. B. 338-305 PLAT) / / \ \ \ \ \ \\ \ \ ` \ \ \ \ \ \ \ \ \ \ \ o ( \ \ O / \ \\ \ \ ` \\ STATE y \ \ \ \ \ o` \ \\ \ \ \ z = / \ SERVICE Cb PANY \ \ \ 9 s b EC / / / \MH /' \ \ ` \ \ \ \ \ \ \ \ \ \ \ \M�9/� \ NCE 9 \ y \ \ \ \'So` \ \ P \ \ \ \ 0 GT / \ \ \D. B. 198-527 \ \ \ \ \o\ \ 'L ` \ \ \ ` O �UU 1 GP b 355.30 // / \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ /� \ \ \ \ \ \ \ \ \ ` \ \ I b ' a ° \ . / ° \BV \ \ ` \ \ \ \ \ \` \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \� \ \ o / \ \ SCALE 1 -20 � h ° b b b GARDEN / ° '��• WV �\ `\ \ \\ I \\ \oT \\\ \ \\ \\\\ \\\ \ \\\\ \\ °� \ \ \ \\\\ \ �o \ �> p \ \�\ o b FRAME BUILDING - �i ° Lu �`: 1 TPI �� \ ` \ \ i \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 9 \ \ \ \ \ \ \1. \ \ \ \ �`� \ 0 20' 40'Lu ° /7 I \ \ \ \\ \\\ \♦\ \\ \\\ `\`\ \\\\\ \ \ \ \ \ \ \\ \ \ \\ _ b G x _ X ENCROACHE /l.6 WA \ \ \ \ \ \ \ \ \ 9 \ \ \ \ \ 6" FiDPE TO ONNECT ° ?A % I \\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :� \ \ \ ` a ° DOWN POUT TO / TO _ - `� �C' f \ \ \ \ \ ! \\ \ \ \\ \ \ \\ \ `\ \ \ \ \ \ \�� \ \\o \ \-o \ \ \ \ \ \ O -� . , \ \ \ \ \ \ \ \ \ \ \.moo \ 9, \ \ \ fn \ ` \O b ,STRUC URE 196 \/2 \ U) a b PNVb=349.73 _� /° ° �MH %0 _ _ - - ��'c<`> r �\ �9�, \\ \\ \ \` etij\ \\\\\�\\\ `\\\ \\ `` 99 \ \\ \ \ \ \` �'A\ \ I` `\ > 91 91 4.99 a a b ° EkST. a _ _ _ - 439U _ \ \ / \ \\ \ \ \\ \ \ \\\\\ \\ \\ \ \\ 99 \ \ \\ \\ \\\\ \ \ \\ \ 1 \ I \\ 55.10 b a b 355.29 a b °o o _ _ _ - - ' _ 8. OC & _ /\ \ �\ _ , , \ \ \ \ \ \ \ \ \ \�o \ \ \ \ \ \ \ \ \ ` \ \ \ oA \ \ \ EASEMENT TO I 1 q `\ \ \ \ \ \ \ `\ \\ \ \ \ \\ \\ ti \ \ \ 0 MINVIIA PULlC TW 35.20 b .0 C._� �'93 - o--O -----I°`\` \ \\\\SVICEC MPANY 73 ° b a BW 347.00 b / \ _ - - - - - - _ \ \ \ \ \ ` \ \ ` \ ` \ 9 1 \ • .60 b 4b °b b"' - - - o \ \ \ \\ \ \� \�\\\\ \ \\\ \\\ \ 9 \ \\\ \\ \\\ \ \\ \ ° -2 °o I\\ \ • 191 T 354.95 x \3 30 a \ \ \ \ \ \ \ \ \ �G` \60 '� o \ \ \ \ \ \ BS 347.3347.33 - - _ - /, \'g'�'\ �� \ Sy \ \ \\ \\ \\\\ \\ \ `> \\ \\ ° \\ .\\ • 44 ° BS 339.75 326.40 �X 2 STO Y BRICK \ _ _ \ \ \ \ ` \ �` \ ` 2 \\ \ \ ` \ \ \ ` S. \ \ \ \ \ 9 \ ` \ \ \ 1�\ • I' 3 BUl 60 - \ - / \ \ \ \� \ \ \ \ 9 \ \ \ \ RP \ \ 342 - _ GND 326.35 344� \ \ \ ♦�\ f< \ \ \ \ `� \ \ \ \ \° \ \ \ \ FFE 339.70 EXIST. CONC. WALL 340- ' IF 337.00 _ , _ _ _ _ TW339.30 a a a o 328.31 38 _ - ' - 341.75 BW 326.50 , ° 338.80 1 b _ 2 X 0.25' \ / � - ' 33g� I SEE LANDSCAPE PLANS FOR a a b ° DRAINAGE \ \ \340, ♦ �!j0 ADDITIONAL RETAINING 326.40 ,1 4 326.60 326.5 ITCH- \ ti/ \ / / \ <`\\ \ \ \ WALL INFORMATION. � b � ° 326.52 b � � - - _ � � \� � _ / ('f0 YR�EMA/ \ I \ \ \ \ Bl�?IChY 339.70 a ' a b /'TS 328. ' a a �� \ \ \ ♦ PL/�I/N `.1 I \ S \\ \ \ \ \ 326.31 - a ° BS 32. , b b° b, �� - - - ' 8" TRENCH DRAIN / / ` i 1 \ \ \\ \\ \�\ \ \ \ 337.00 ° �32g ° ° a a b ; 4 _ _ _ , _� ' / /r ♦ \\ \ otiA \ \ \ \ \ o \\ BW 337.20 ° �a a Ya e a a v Sq > - _ �� per{ q{� /FEMA Q\ \ \ \\ \ \ \ \ \� ` ` \ \ I.2o CL TW 339.00 a HEAD wALK a b ° gd Hf10 b b , \ _ \ , \ \ PF O O 1 VV- �\ >\ \ \ _ b OVER ° 326.25 STORM PIPE ° � \ � � -_'� � � FLOODPL ODWAY 4 STORYBRICK j b ° b 1°/g°SLOI�E MIN. / \ \ \ _\ . / ♦ ♦ / - ' ♦ ♦ �c \\ \\ ��, \ \ \ !',`` \ \� \\ \ \ `\ �\ \ a 326.40 a BUILDING a 326.30 -- W/BASEMENT ° 1 FFE = 326.25 - - a lb '_ PL ``�\ �/ ' / ♦ \ \ \ \ j \ \ ` \ \ \ a 1 BFE = 314.25 , b a \ \\ \ , ♦ / I \ / \ \ \ \ \ I 'yo \1 \ . 326.26 1 326.28 1 1 12 SURFACE DRAIN 326.25 �� 324.2 ^ - \�� .\ I 1 _ o� 1 PEDESTRIAN GRATE 1 326.25 /' 324.66 324.24 0° T \ \w \ �1 I lJz / ♦ \\ \\ \ \ I I \\\ �- - I TOP 325.45 S C \ G�.q� \ � - - - \ 1 /� / 1 T \ \ `� ♦ I \ / W 9 INV = 322.95 COVERED', 1 / 326.10 1 STORY BRICK LOADING DOCK '° , BUILDING 1 ;' BS 322.58 TP ° 1 TIE TO 10" 313.40 TS 325.)34p b 0 10 / ) \ I 1 I17,/ pp \/o \ �\ \ a a ROOF LEADER ` W/BASEMENT 320.40 p p SA ♦ �/ / / / \ /I ' , / / 326.26 1 EXIST. FEMA p �p,%� p p _ _- M HOLE / 325.95 J(�'� 1 100-YR FLOODPLAIN p p p p �' p '- GREASE TRAP INV I p / 323.25 I it O p p p p p 312.50 p p p = _ / INVIOUT p P p - cry = 317.74 \ /O 4 SEE NOTE #1 p p P, I I O TW 319.12 315.13 rn` � p p�/� \�\ � � / ♦ � � / I �/ // /' \ i W 326.17 I° O` BW 316.79 311.80 f �p� / ♦ / / / / / / / T\ __ ♦ �' , / \ \ BW 323.84 0 TC 312.50 ,�, p►� / / / TW 323.82 BW 321.49 31 TW 321.47 TC 311.82 2 TIE TO 8" - _-y- - - - - / ♦ / / �7 / \ o ROOF LEADER 126.17 - _ \ o FEMA \ ♦ /tirn' _ m j FLOODWAY \ /+ PP / ♦ I IBS 323.83 o \ I ♦ / / a. / / // / / - /' /' APPROX. EXISTING TS 323.83 • TW 316.77 / / / / ROCK WALL 321.50 o BW 314.84 / / / / / fl�/ LOCATION OF- '321.50 / ' - - - - - - - ` \/ /'l,' I I / 1I - 319.17 M • TC314.60 w / / - - - - - _- - - o / / / I - 9. 33 TS 316.83 ,�o ' BS315.08 O/���- - - - - - -- 313.95 ' EXISTING �0 - -- - - - - - - - - - - - - - Ilk./1 / TC314.79 / / \ ROCK WALL ------_---_ o �^ , / /\ /. I o, SWALE / 301.23 - 298.00 r- 24" DEPTH - CLASS 1 RIPRAP (SEE DETAIL SHEET-05. 1 ' / T I 1 l T I- z O a O Ln U)w 2 p CO z U) O F- '-' z w oC p z w Q z J w w U) w O z 2 w a o p co N DATE 2118120 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 2 10 7 J Q J 1 u) z w ° O ° J Q co w > (D > z w�� O c) w w° a W m V / J Q J uJ 1� z w J JOB NO. 37032 SHEET NO. C5.5 -0a 00 o O z O 0 c � H E� -0 c c m m 0 a 0 U Z N 0 a0i x x H 0 w 0 O w r0 Qw o .3 ac L U O N O U i � to O O w O �o U O 0 m m -0 O 0 O U. O U a 2 c rn U)� U O OU �o Qo �E L c 0 c a T Q N 0 0 N O N N c 0 a 0 a 3 a O W F_ O a_ U) 0 z NOTES: 1. THE PROPOSED 12" STORM PIPE SHALL PENETRATE THE \ \ \ \ \ \ EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT OR BUILDING STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS \ \ \ \ NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES \ \ 0 \ ° \ \ \ \ \ ` \ SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM IN, ` \ \ \ \ PIPES THAT ARE NOT BURIED SHOULD BE MOUNTED TO \ \ \ \ \ \ \ \ \ WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN 1% MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR ♦ \ \ \ `\ \ \ \ \ \ \ \, IN, \ \ SHALL REFER TO MECHANICAL/PLUMBING SPECIFICATIONS FOR ALL MOUNTING OR HANGER REQUIREMENTS uJ / \ \ LLI O \ \ LLI _ _ 1 w / ----- - \ / \ \ \ ♦ \ p \ \ \ \\ \ \ \ \\ \ S \\ - - - - - - - - - - - LLJ \ \ \ \ \ \ z --- TW343.90 __ �--- -_ ____\ � ' `�, ♦♦ // \\\\ \\ \\ \\ \\ \ \bar \\ \\ \ \ \\ \ \ \ \\ \ ' - 38.90 _ APPROX. LOCATION AND [NUMBER OF RISERS REQUIRED \ \ / 7� \ \ \ \ \ \ \ \ \ `\ \ \ \ \ �i \ `\�` \ \ \ \ ` \ \ \ \ \ \ \ \ \o\ ' w _ _ _ _ 6" SOLID PVC TO TIE TO STRUCTURE 11 - - 'U - - _ APPROX. LOCATION OF ♦ / \\� ` \ \ \ \ \ \ \ \ ` \ \ ` \ \ \ \ \ `\ ` \ \ \ z O EXISTING ROCK ' 6" TRENCH DRAIN - - - - - - _ _ _ - - \ \ \ \ ` \ \ \ ♦\ \ b' \ \ \ \ \ \ \ \ 9 \ nw/ TOP338.97 - -- ---- \ \ 33 . 5 - 339.50 _ _ _ _p - �i�\ o \ \\� \\ \ \` \\ \\ \`♦\ \\ \� \` \` \\ \ \\ \\ \ \\ \\ �� 'w/344.23 __ _ - 338-5(T -----____- ___ --__- _ ---- \�\ \\ \\ \\ \\ \\�\\ \\ \ ` \ \ \ \ \\ \ \ \ �9 00 LL 1339.23 _ - �� \\ \ \ \ ` ` \ ♦\ \ \ \ \ \ ` \ \ \ \ uj z \ \ \ \ \� \ \ \ \ 1 10 326.40 339.28 12" HDPE 1 / ----- �- ' \d `\ \\ \\\ \\\\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ 9 20' 0.5% SLOPE MIN. 1 VI/ GRADE 343.91 \ \ ` - \ \ \ \ \ \ \ \ \\ \ \ \ \ \► \\ \ \ \ \ \ \� 0 \ 1.5 FT COVER MIN. �k FFE 344.24 344.60 - _ _ _\ \ \ \ \ \ \\ \ \ `\\0 ' WALL339.20 1 o \\ �9' y GND 326.35 � 4" PVC SANITARY � 1 \ INV I ♦ / \` \ \ \ \ \\ \\ \\\ \\ \\ `\\ \ \ \ \ ` ` /9 EXIST. CONC. WALL \ a , 2% SLOPE MIN. 4" PVC ROOF \ TW 339.30 4 CLEANOUT LEADER 4 - _ _ < - -�/ \ \ IN, I \ \ \ \ \ \ \ \ \ BW 326.50 1' 4 / 4" SANITARY LINE 1% SLOPE MIN. ` I I\ \+\ \ \ \ I I I 1 \ \ ` 1 \ \ ��'Sj \ \ \ ♦ \ ' 326.40 1 2% SLOPE MIN. (NON -GREASE TRAP) CLEANOUT \ - - \ / \ ` \ \ \ I I l / / / / / / J `\ ♦ \ \ \ 326.60_ - 31 328.I i / \ 4 PdC SANITARY 2' X 0.25' _ _ - - - INV = 322.74 \ / \ ILLDRAINAGE \ � / / / I 1 ' 12" HDPE 14' \ Q - 4 20/( SLOPE MIN. _ 0.5% SLOPE MIN. �/• 4 CLE�NOUT - DITCH _ - - -4" SANITARY LINE \ \ / /' I \ ♦ 1 1 tiT `\ \ 1.5 FT COVER MIN. ` , Q / a \ \ 2% SL-0P&WIN. \\ ' 4/ 32�. t9 BS 326.15 (GREASE TRAP)- 326.31 PROVIDE HEAT TRAC� ING kOR i\ / 325.92 - - \ � �� _ _ _ _ NON. l \ a 326.52 TS 328.18 325.9 \ 325.27 - _ , ` \ ♦ \ \ / / / / i / // ♦` ` \\ I ' \ 4 3264 y� MAINTAIN 0.5 FT 4 .05 / a INV = 322.63 � \24.66� \ \ _ _ \ ' 4 PVC SANITARY 1 TA SEPARATION MIN^ 4 4 a �� �Sa326.15 \_ - ` \ ` , ` `� - _ \ \ \ / / ` ♦ I \ �q A � _ ♦ � /\ 1.5% SLOPE MIN. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 `q d� _ 312.50 4 / I 4 4 \ 4 4 325.95 4 / A\=\ 4 �\ 4 4 B / 4 - _� / 4 8" HDPE "` 91 326.20 4 / `J6� EP 326.18� ° STORM PI0E �4 8" TRENCH DRAIN 1% SLOPE MIN. 326.25 �, 4 4 4 / 4 4 4 STRUCTURE 108 / /' \ \ \ \ 4" SANITARY LINE \ / TS 3270 / v - ' 4 a 4 / � \ `. � � 2% SLOPE MIN. 4 \ 3'26428 a (FLUSH) 4 / / ��,.y \ ('GREASE TRAP) - TS 325�0 / / \ PR,OftE HEAT TRACE 4 \ / 4 \ - a tFLUSH) \� 'a LEANOUT / / - - - J - 326.25 TS 326.14 4 /a / 324.62 / �` �`\ `11 \ \ \ �. \ \ I 12" SURFACE DRAIN 324.24 STEF� a l HANDRAIL PEDESTRIAN GRATE 1 TS 326.14 TOP 325.45 4 / \ \ \I INV = 322.95 TS 325.70 a TS 325.20 6' / \ ;Sl< 1 \ \ 1 `BS 324.70/ - 4" PVC SANITARY ° REMOVABL PVC SANITARY 326.25 BOLLARDS Q Sq O I ` `.� \ I I /�° VV = 321.85 1 TS 326.20 :3.1 FT COVER STEEL HANDRAIL 3251.24 'ROVIDE HEAT TRACE BS 324.70 24.66 CLEANOUT� % 12" HDPE STORM 1 326.25 ;/ ' CLEAN OUT SA \\L �� 4" SANITARY LINE / N SAN INV = 320.50 I ` "� �^ ` /� / INV = 322.83 \ \ 1 1.5 FT COVER MIN. 1 /��\ 1.5% SLOPE MIN. / SAN O INV = 318.1 \\\\ �c `A : I /\0- / / - `� (GREASE TRAP) ' 4" SANITARY LINE I \ _ � PROVIDE HEAT TRACE 1 ; , 1.5% SLOPE MIN. CLEAN OUT = \ ° 1 BS 322.58 b p p p 8" SANITARY LINE (GREASE TRAP) INV 318.00 \ / ° p ` 0.5%SLOPE MIN. PROVIDE HEAT TRACE `pSn\ \ \`��\ i /`� / CO TS 325.94� I 8" S°ANITARY LINE INV = 320.50 4" SANITARY LINE O CLEANOUT\ 1 ;� / \ , (NON -GREASE TRAP) 0.5 /o SLOPE MIN. 1.5% SLOPE MIN. 320.40 1 '/ e (NON -GREASE TRAP) (GREASE TRAP) p PROVIDE HEAT TRACE 8" SANITARY LINE 0.5% SLOPE MIN. \ (NON -GREASE TRAP) \ b p / 8" SANITARY LINE 0.5% SLOPE MIN. GREASE TRAPI \ SANITARY O �� MANHOLE #5 INV IN = 317.84 \ INV OUT = 317.74 O TC 312.50 � / / / � _ -- 0000 MEOW PROVIDE HEAT TRACE 4" SANITARY LINE 1.5% SLOPE MIN. (GREASE TRAP) PROVIDE HEAT TRACE 12" HDPE 0.5% SLOPE MIN. 1.5 FT COVER MIN. MAINTAIN 0.5 FT SEPARATION MIN. 12" HDPE 0.5% SLOPE MIN. i 326.26 4 I ` N.LTIf jo'�, mer s cl i • CLINT W. so �u S �FLET 41�# r Lie. N . 543110 AC'w 2/18/20,� t OM E N 0 N � c > E w E ~ U 3 Q F! 3 w o U. Lw0 Q J U � a J - Ln N 0_ p N Ur YJ N ~ = X oa a)� c U j ko a c L^ rn 4 N � M a� 00 J t0 H U) M O C9 Z) O cal w w U Q z O U) M O z O �--� z a O U)U) w Q o0 z U) O F- '-' z w z w Q z J d w O z 2 a N 0 co w N DATE 2118120 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 10' z J Q J VJ z w O O O J Q con Lu > (V > z Lu 0 O c) w Lj a W m L / J Q J H� z w J JOB NO. 37032 SHEET NO. C5.5A 0 c 3 U 0 0 co cn 0 0 a 0 o_ cn c m 0 a 0 ° 0 c m c co V_ m 0- 0 0 0 3 c Z co m w ~ 00 Cn 0f J � � a of 0) O Lq J LO rn rn L0 > O M z (� O Lo Ln ce) 06mcoH �U�MZZ 0O 0o Q Q- » > WF-zzz MUM 6-1 0 50 PROFILE SCALE EXIST. GRADE 350 350 2-\ 345 345 PROP. \ GRADE 115B 3.83' OF 12" HDPE Z_t @ 7.00% 340 340 CONC. WALL 6" TRENCH TW 339.30 DRAI TO TIE TO BW 326.50 STR CTURE 118 (2) 90° V RT 335 _ BENDS 335 EXIST. BUILDING \ 1 " PVC WATERLINE 330 _ 330 PROP. GRADE 115A ` 325 � 325 12" HDPE PIPE 115 TO PENETRATE 320 FOUNDATION AND TIE TO PIPE 107B. SEE NOTE #1 320 66.43' OF ON SHEET C5.2 12" HDPE @ 0.50% SANITARY 315 SEWER 315 (BLDG-28) 310 310 9+50 10+00 11+00 12+00 13+00 13+50 TRENCH DRAIN - STR 108 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 106A: Nyloplast - Circular Gran STA 10+02.2! TOP 312.31 INV IN 308.39 (107B INV IN 309.43 (RD7 INV OUT 308.29 (107A 320 315 EXIST. BUILDING I310 PIPE 107B TO PENETRATE EXIST. WALL AND TIE TO STRUCTURE 106A. SEE NOTE #1 ON SHEET C5.2 305 107B 2.29' OF 12" HDPE @ 1.31 % z_ mw Q Ln Q0� rnQ0 J(D 00 O} -c)05 o 0 Z U co 00 00 00 co + M CD N U O M z Z O �_O 0HZzz 320 EXIST. GRADE 315 - PROP. GRADE 310 M 6" DIP (CLASS 52) 1.5' MIN 305 107A 28.78' OF 12" HDPE @ 1.00% qnn 9+50 10+00 11+00 PIPE 107B - RD 6 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 355 CONTRACTOR TO VERIFY EXIST. EXIST. 15" RCP SLOPE AND LOCATION GRADE PRIOR TO INSTALLATION OF MANHOLE 206 TO ENSURE 350 DESIGN ACCURACY. 345 CD � U L m O U op RD8: 6 " Cleanout � STA 10+01.69 Q- CO ti 'Coo cc) � o o TOP312.50 z o0 � INV OUT 310.05 (RD7) � co Z z O o�O>z> U)�_z _ z 320 320 U o m rn 0 X N 6) oN W M m L() Ln O co �- �CD1­00 CO mN0oCD M MZ 00 p�MZ Z 00 0<0> > 66<O» > N��z z �U)�_z z z 360 PROP. GRADE I 355 205 43.06' OF 15" HDPE @ 1.11% 350 345 9+50 10+00 11+00 STR 206 - STR 198 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 315 315 310 310 RD7 - V MIN 7.15' OF 8" HDPE 6" DIP @ 8.67% (CLASS 52) 305 305 300 300 9+50 10+00 10+50 RD 8 - STR 106A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 204: MH-1 STA 10+00.00 TOP 374.46 INV IN 372.11 (EX. 12") INV OUT 362.98 (203) 375 370 365 203 24.64' OF 12" HDPE @ 20.02% 355 350 345 r6s*640#000 104: MH-1�,.TH � ■o� RD6: 24" NYLOPLAST BASIN STA 19+89.90� CIRCULAR GRATE TOP 312.82 STA 10+28.91 INV IN 306.76 (RD5)1` • TOP 311.80 INV OUT 306.66 (103) $ L F F L T! . Y INV IN 308.00 (RD9) 102: MH-1 r � INV IN 308.00 (107A) STA 19+89.90 # Lie. N • 54390 INV OUT 307.14 (RD5) TOP 311.79 #* 2/I 8/20`'` RD10: 6 "Cleanout INV IN 305.79 (129) STA 10+00.00 INV IN 305.79 (103) �� #r �, ' - * ' TOP 313.80 INV OUT 305.69 (101) gg#+��!# INV OUT 308.58 (RD9) 320 1 1 320 M E PROP. rn $ GRADE N > E EXIST. °' 315 GRADE 315 LU .E W '> \ U 3 Q LL o U. L Ld 0 Q J U co Z a J - Lri O 310 1 MIN 310 CD a o rV �" Z O C7 LU ( ) � � � U - 6" DIP x U U) (CLASS 52) _j < w O CO oa =� D Ln2 Iry = U > Z O (n F- 305 305 Linn ~ 0 > w 103 aLU � z 28.91 OF 48.66' OF 00 J C) LU Q 10 HDPE @ 2.01 % 18" HDPE z @ 1.79% J 300 300 1Z � w RD5 BACKFLOW M 19.14' OF PREVENTION VALVE _ 18" HDPE (WaStop VALVE OR O @ 2.00% EQUIVALENT) 0 z 295 295 0 w > w w o U 0 00 Q N z O DATE U) 9+50 10+00 11+00 11+50 > RD 10 - STR 102 0 z�Ys�2o HORIZ SCALE: 1"=50' DRAWN BY VERT SCALE: 1 "=5 A. ALLISON • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI CD m p rn p rn p 0) M N O L 0) � f' • • SCALE 0� oN o oN N oN Ln - 0') m 0') • AS SHOWN 10 Ln N7p Ln � M N Lj V_ M I On (0 C) '0 O f (0 O t0 � t0 C 7 Ln M • �N000 co mNON co mN00CD f� M m 0) V) Lo M 2 O� c) N C) LO M N LO M M M co M • MZ O D-Mz O D MZ Z O O�MZ Z O oH0> > oQW> > �Q0» > 4Q0» > cVfnHz Z 04�0Z Z ���Z Z Z -U)Pz z z 201 67.39' OF 12" HDPE @ 5.76% EXIST. GRADE 1 .5' MIN 199 69.99' OF 12" HDPE @ 2.66% SANITARY SEWER (14-13) PROP. GRADE 197-1" 65.27' OF 1.5' MINJ 15" HDPE @ 3.38% 6" DIP (CLASS 52) 9+50 10+00 11+00 12+00 STR 204 - STR 194 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 JOu z Q J 375 U) Uj z 370 0 LU O O w 365 I.. j > U) % G 360 LU O Q u O w wCl) a W 355 m J Q J 350 ~� Z 345 Uj J O O 340 \� 12+50 - JOB NO. 37032 SHEET NO. C7.2 0 3 4 U 43) N 0 4 co 3 U) N 0 Q 3 Q T m 0 a 0 c f0 co V_ m rz 0 0 3 as �Z:) �0 o� U) 00 2� 0 T � E� a= a 0 o= 0 U) ZN 0 2 a �x O r0 0� CL w 2 .3 0.>� �cc L� 0 Q U 2 O O O _N U O O N � E a 7 O U O 0 a0 �0 N O U) o U a 2 to Ua C 0 O U n O.- �a _E 5" DIA. INTERIOR DROP DOGHOUSE MANHOLE STA 10+36.72 TOP 376.90 INV IN 369.11 (EX. 8") INV IN 364.68 (EX.2-17) INV OUT 364.48 (17-16) STA 10+00.00 X TOP 376. INV OUT 364.86 (EX.2-17) �Rn DOGHOUSE MANHOLE STA 10+76.22 TOP 370.71 INV IN 362.50 (17-16) INV OUT 361.47 (EX. 10") feFi1 EXIST. GRADE 375 375 370 370 II II 365 I 365 360 F7 360 EX.2-17 36.72' OF 17-16 10" PVC 39.50' OF @ 0.50% 10" PVC 355 @ 5.00% 355 350 350 MANHOLE STA 10+00.00 15 TOP 363.00 INV IN 359.12 (EX-15) INV OUT 359.02 (15-14) '17S MANHOLE STA 10+43.73 14TOP 365.00 INV IN 358.74 (15-14) INV OUT 358.54 (14-13) MANHOLE 13 STA 11 +78.26 TOP 361.57 INV IN 357.67 (14-13) INV OUT 357.57 (13-13A) MANHOLE REPLACE EXIST STRUCTURE CLEANOUT STA 11+22.23, ( TOP 323.55 WITH A PRECAST MANHOLE) INV IN 318.72 (25 - 7) 13A STA 12+93.61 INV IN 318.72 (8-7) TOP 372.50 INV OUT 318.72 (7-GT) INV IN 356.82 (13-13A) INV IN 356.66 (EX. 10" - FIELD VERIFY) CLEANOUT INV OUT 356.62 (EX 10" - FIELD VERIFY STA 10+67.24 8 47S TOP 324.24 370 370 PROP. GRADE 365 / 365 r 360 7 1' MIN 360 I 355 14-13 355 15-14 43.73' OF 134.54' OF 13-13A 8" PVC 8" Ductile Iron 115.34' OF 0 @ 0.65 0 @ 0.65% 8" Ductile Iron 350 _ @ 0.65% 350 DRAINAGE PIPE (201) 345 _ 345 340 340 INV IN 320.64 (9 - 8) INV OUT 320.64 (8-7) CLEANOUT STA 10+09.85 TOP 325.95 INV IN 322.51 (10 - 9) INV OUT 322.51 (9 - 8) CLEANOUT STA 10+00.00 TOP 326.01 1 INV OUT 322.74 (10 - 9) CLEANOUT STA 11 +50.04 TOP 323.27 INV IN 317.97 (21 - 6) INV IN 317.97 (GT-6) INV OUT 317.97 (6-5) MANHOLE WATERTIGHT COVER STA 11 +76.40 TOP 323.01 INV IN 317.84 (6-5) INV OUT 317.74 (5-4) MANHOLE MANHOLE WATERTIGHT COVER WATERTIGHT COVER STA 11 +92.77 STA 12+77.23 4 TOP 321.35 3 TOP 321.44 INV IN 317.66 (5-4) INV IN 317.14 (4-3) INV OUT 317.56 (4-3) INV OUT 317.04 (3-2) MANHOLE WATERTIGHT COVER STA 14F9.30 2 TOP 3.55INV IN 315.93-2) INV OUT 315.88 (2-EX. STA 15+30.78 TOP 321.72 INV IN 315.67 (2-EX.1) INV OUT 315.59 (EX.8" DIP) EXIST. EXIST. 325 4, GRADE PROP. GRADE _ 325 GRADE - - - - 1 1p1 ,9---- ,OF - 9,8 320 4 VC S7 42, 320 • ° "P C 4 9 �7 g /o @ 3.26 o q pV OF C @''S0% 7-GT -� 15.5 ' OF -4 4-3 4' PVC 16.38' OF 84.46' O 315 GREASE 0% " PVC 0 0.50 /o 8" Ductile4rer� @ 0.50% 3-2 7, 315 TRAP GT-6 6-5 212.06' OF 2-EX. 6.24' OF 26.36' OF 8" PVC 1.48' OF 8" PVC 8" PVC @ 0.50% 8" PVC @ 0.50% @ 0.50% 0.50% 310 16" STEEL CASING TO SPAN CSX 310 PROPERTY CROSSING. SEE ACSA STANDARD TD-37 SHEET C1.3 FOR ADDITIONAL INFORMATION 305 305 9+50 10+00 0 11 +50 9+50 10+00 11+00 2+00 13+00 13+50 9+50 10+00 11 +00 12+00 3+00 14+00 SSWR EX . 2 - SSWR W R 16 SSWR 15 -SSWR 13A SSWR 7 1SSWR EX. 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 8"X6" REDUCER STA 10+04.32 8"X8" TEE STA 10+00.00 45' BEND STA 10+25.92 45' BEND STA 10+46.29 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 90' BEND STA 13+28.80 90' BEND 4" GATE VALVE STA 13+26.68 STA 13+32.12 90' BEND 6"X4" REDUCER BEND 4"X3" REDUCER STA 14+15.11 STA 13+13.89 STA 13+36.88 CONNECT TO PROP. HYDRANT 1.5" METER VAULT CONNECT TO BUILDING STA 12+93.14 TA 13+42.23 STA 14+53.77 PROP. DRAINAGE PIPE (197) / - - RETAINING WALL 350 GRADE 3' CO_VER \ 350 PROP. GRADE I 345 1.0' MIN. -?I 345 8" DIP (CLASS 52) V MIN. / 6" DIP (CLASS 52) I I 340 RETAINING 340 DRAINAGE WALL PIPE (185) 335 \ / EXIST. GRADE 3" DIP (CLASS 52) I EXIST. GRADE 335 I I W RETAINING 330 WALL 330 DRAINAGE PIPE (171) 325 IF,325 I 3' 320 _ 320 315 315 9+50 10+00 11+00 12+00 13+00 WATERLINE - 6 IN - 3 IN HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 0 50 PROFILE SCALE 466060404000 LT If *ENO 4, CLINTo T S FFLE Y# 4 r Lie. N . �L41�0 AC 2118/20 qi ; *04##r• M E 0 0 N N N > E °6E w W V U aLL o LL L w O m Q J U 0o Z w N - Sri O d ON N O U` W ' a� H Cn � <ov,X U (n U-w oQ =� 0 D 2 N Z (n ~ �� w -1 N 4-1 w 00 J C> LU Q z J 0- M w o c) C=7 O z_ 0 w > w w C) U 00 C1 Q N Z O DATE U) M 2118120 0 DRAWN BY A. ALLISON • DESIGNED BY • • • • CL 0 C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN Tr z w O O JOB NO. U) w LL 0 w z_ J W Q 0 z Q w W U) Q z Q U) 37032 SHEET NO C7.3 L